Re: Mapping File for ISM to Tekla Structure
We've made a lot of changes internally to STAAD.pro - ISM (using Struclink) in recent months, only some of which has been released. Please confirm the verisons you have of -Structural...
View ArticleRe: Active Earth Pressure
Mr. Geeky Biswa,Why is it that you used {(1-sin phi)} in lieu of {(1-sin phi)/(1+sin phi)} for Earth pr coefficient? Any specific reason therefor?
View ArticleRe: Active Earth Pressure
I wrote the term {(1-sin phi)/(1+sin phi)}, which is the Rankine's co-efficient of earth pressure. The term {1-sin phi} was mentioned by the user. I am not sure why he took this term.
View ArticleSchifflerized Sections in STAAD.Pro
dear support, i attach the schifflerized section properties (used in tecommunication/telco towers). please advise whether staadpro can support the analysis and design of the said sections to euro...
View ArticleRe: Schifflerized Sections in STAAD.Pro
Latticed triangular base steel towers used as communication structures. The legs of these towers generally consist of "schifflerized" angles (90º equal leg angles bent to 60º)The sectional profile...
View ArticleModeling a structure
pls help!What is the fastest way of modelling a structure? I often use the translational repeat command . . is that okay?tnx
View ArticleRe: Modeling a structure
Translational Repeat is a good option to use; it helps in faster modeling of the structure.
View ArticlePlate versus Surface
I am modeling an irregular shaped underground wall will lateral soil/hydrostatic pressure. When I model it as a whole surface, it is easier to mesh and I get moment connections between all pieces BUT I...
View ArticleStaad.Pro V8i (SELECTseries 4) ERRORS
Good day,What I've come to post today is a few important errors that arise by using Staad.Pro V8i (SELECTseries 4) 20.07.09.31.1. An error arise during the Run analysis phase, in which the software...
View ArticleRe: Plate versus Surface
Surface elements should only be used for modeling concrete shear walls. For modeling everything else you should always use plates. Whereas modeling may be quicker with surfaces but there are other some...
View ArticleSave Project time: Integrate RSS and AECOSim
Increase your skill set and save time on your projects by modeling your project just once. On September 19th join Ann Marie for a hands on experience integration RAM Structural System and AECOsim...
View ArticleRe: Staad.Pro V8i (SELECTseries 4) ERRORS
Hello,Can you send us the model ? If you want the model to be private , you may use the Secure file upload option as described in the following link...
View ArticleExporting from STAAD.Pro to SDNF File Format
Answer:At present, STAAD.Pro doesn’t have direct facility to export files in SDNF format. ProSteel software can import STAAD files (.std format) and it can export files in SDNF format. Bentley...
View ArticlePunching Shear check results in STAAD.foundation
Query:While designing the mat foundation and analysing the mat, final result is for punching shear is unexpected due to load consideration.example :- column no 3 is failed in puching shear in load case...
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Re: Punching Shear check results in STAAD.foundation
Please note that in order to get the punching shear check results from the program, we need to make sure that there is at least one load casesconsidered in the design where there is vertical downward...
View ArticleRe: Active Earth Pressure
The user has computed Ko which is the at rest earth pressure coefficient.
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Re: Staad.Pro V8i (SELECTseries 4) ERRORS
Thanks for your reply Shany,Unfortunately is not possible for me to share the model given the fact that includes my client's information. I apologize for not making easy your help.Via technical support...
View ArticleEffective length in STAAD.Pro AS4100 code
In As4100 code, Effective length Le = kl*kt*kr*l.Does this l equal to UNB or UNT (if specified) whichever is applicable?In other words, does this l is represented by UNT / UNB parameter inSTAAD.Pro...
View ArticleRe: Effective length in STAAD.Pro AS4100 code
‘Le’ should be calculated for each flange – top and bottom, unless Kl, Kt and Kr take consideration of both flanges, which is unlikely. Depending on the conditions listed in Tables 5.6.3-1, -2, and -3...
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